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WO2017063021A1 - Améliorations de digues, de murs de soutènement et de structures similaires à l'aide de micro-pieux - Google Patents

Améliorations de digues, de murs de soutènement et de structures similaires à l'aide de micro-pieux Download PDF

Info

Publication number
WO2017063021A1
WO2017063021A1 PCT/AU2016/000349 AU2016000349W WO2017063021A1 WO 2017063021 A1 WO2017063021 A1 WO 2017063021A1 AU 2016000349 W AU2016000349 W AU 2016000349W WO 2017063021 A1 WO2017063021 A1 WO 2017063021A1
Authority
WO
WIPO (PCT)
Prior art keywords
clutches
pile
pin
casing
external
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/AU2016/000349
Other languages
English (en)
Inventor
Ryan NUGENT
Stephen David WHELAN
Luke Anthony JARVIE
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Comtech Industries Pty Ltd
Original Assignee
Comtech Industries Pty Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from AU2015904158A external-priority patent/AU2015904158A0/en
Application filed by Comtech Industries Pty Ltd filed Critical Comtech Industries Pty Ltd
Priority to CN201680059053.8A priority Critical patent/CN108699794A/zh
Priority to US15/766,622 priority patent/US10731312B2/en
Priority to AU2016340015A priority patent/AU2016340015C1/en
Priority to EP16854625.7A priority patent/EP3362605A4/fr
Publication of WO2017063021A1 publication Critical patent/WO2017063021A1/fr
Anticipated expiration legal-status Critical
Priority to AU2018101379A priority patent/AU2018101379A4/en
Ceased legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/54—Piles with prefabricated supports or anchoring parts; Anchoring piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02—Sheet piles or sheet pile bulkheads
    • E02D5/03—Prefabricated parts, e.g. composite sheet piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02—Sheet piles or sheet pile bulkheads
    • E02D5/03—Prefabricated parts, e.g. composite sheet piles
    • E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
    • E02D5/06—Fitted piles or other elements specially adapted for closing gaps between two sheet piles or between two walls of sheet piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/16—Shapes
    • E02D2200/1685—Shapes cylindrical
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0026—Metals
    • E02D2300/0029—Steel; Iron
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0045—Composites
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/20—Miscellaneous comprising details of connection between elements
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/30—Miscellaneous comprising anchoring details

Definitions

  • This invention relates to seawalls, retaining walls and like structures.
  • a pin pile for anchoring sections of sheet pile to form a wall structure, said pin pile having a casing with a plurality of external clutches formed around the periphery thereof whereby in use other corresponding clutches on said sections of said sheet pile can interlock with the external clutches of the pin pile over a range of angles in accordance with a directional extent of said wall structure.
  • said clutches are formed as one piece with the casing and are coextensive with said casing. It is further preferred that said clutches comprise pairs of male and/or female clutches which slidably engage other corresponding clutches formed on said sheet piles.
  • said clutches are spaced to engage said other corresponding clutches which are formed on the inner and outer side flanges of said sheet piles.
  • said female clutches comprise slots formed between curved arms with said slots being shaped and sized for a reasonably close tolerance sliding fit over splayed edges of said male clutches.
  • figure 1 is a schematic perspecti ve view of a pin pile for
  • figure 2 is a cross-sectional view of the pin pile of figure 1
  • figure 3 is schematic perspective view of a sheet pile for use with the pin pile of figures 1 and 2 in constructing said sea wall, retaining wall or like structure in accordance with said invention
  • figure 4 is a cross-sectional view of a sheet pile of figure 3
  • figure 5 is a plan view of a section of sea wall constructed using pin piles and sheet piles shown in figures 1 to 4.
  • the pin pile may comprise a hollow fibre reinforced polymer casing 1 of diameter 300 mm and may be of constant cross- section and indeterminate length depending upon installation requirements. It would be installed typically but not exclusively by driving into soil or fill with an appropriate pile driver.
  • a series of external male and female clutches 2, 3 are formed around the periphery of the casing.
  • Other corresponding clutches 2, 3 are also formed on the side flanges of the sheet pile. With the pin pile the clutches extend the full length of the casing.
  • the female slots 4 defined within the curved arms 5 of the pin pile clutches and the sheet pile clutches are shaped and sized in cross-section for a reasonably close tolerance sliding fit over the enlarged splayed edges 6 of corresponding male clutches formed on said piles.
  • the pin and sheet piles can be slidably interlocked during installation to form a solid wall structure 7 as shown in figure 5.
  • the pin and sheet piles 1 , 8 alternate so that each sheet pile is securely anchored at each end.
  • the wal l is readily adapted for installation in curved or angled sections according to terrain requirements.
  • the inward angle of the flanges 8A on which the sheet pile clutches are formed also sets them into the wall structure to protect from damage and provide a
  • anchor pins 9 which with this embodiment may comprise rail tracks
  • the interior box sections 10 of the sheet piles and the casings of the pin piles are then infilled with cement or grout to substantially anchor the structure without the requirement of mesh tie backs.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

Un micro-pieu est décrit pour ancrer des sections de palplanche pour former une structure de paroi. Le micro-pieu a une enveloppe, autour de laquelle sont formée, de manière périphérique, une pluralité de barres d'enclenchement externes. Lors de l'utilisation, d'autres barres d'enclenchement correspondantes sur les sections de palplanche peuvent s'imbriquer avec les barres d'enclenchement externes du micro-pieu, sur une plage d'angles dépendant d'un degré directionnel de ladite structure de paroi.
PCT/AU2016/000349 2015-10-13 2016-10-12 Améliorations de digues, de murs de soutènement et de structures similaires à l'aide de micro-pieux Ceased WO2017063021A1 (fr)

Priority Applications (5)

Application Number Priority Date Filing Date Title
CN201680059053.8A CN108699794A (zh) 2015-10-13 2016-10-12 使用销桩的海堤、挡土墙和类似结构的改进
US15/766,622 US10731312B2 (en) 2015-10-13 2016-10-12 Sea walls, retaining walls and like structures using pin piles
AU2016340015A AU2016340015C1 (en) 2015-10-13 2016-10-12 Improvements in sea walls, retaining walls and like structures using pin piles
EP16854625.7A EP3362605A4 (fr) 2015-10-13 2016-10-12 Améliorations de digues, de murs de soutènement et de structures similaires à l'aide de micro-pieux
AU2018101379A AU2018101379A4 (en) 2015-10-13 2018-09-20 Improvements in sea walls, retaining walls and like structures using pin piles

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AU2015904158 2015-10-13
AU2015904158A AU2015904158A0 (en) 2015-10-13 Improvements In Sea Walls, Retaining Walls and Like Structures Using Pin Piles

Publications (1)

Publication Number Publication Date
WO2017063021A1 true WO2017063021A1 (fr) 2017-04-20

Family

ID=58516911

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/AU2016/000349 Ceased WO2017063021A1 (fr) 2015-10-13 2016-10-12 Améliorations de digues, de murs de soutènement et de structures similaires à l'aide de micro-pieux

Country Status (5)

Country Link
US (1) US10731312B2 (fr)
EP (1) EP3362605A4 (fr)
CN (1) CN108699794A (fr)
AU (2) AU2016340015C1 (fr)
WO (1) WO2017063021A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019000031A1 (fr) * 2017-06-26 2019-01-03 Armour Wall Group Pty Limited Système de construction de haut en bas
US12065799B2 (en) 2019-11-29 2024-08-20 Pirkan Laatupalelu Oy Method for forming a pile wall in ground and a corresponding pile wall

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD925069S1 (en) * 2020-02-05 2021-07-13 Sheet Pile LLC Combined cylindrical pile, sheet pile and connecting element
USD925776S1 (en) * 2020-02-05 2021-07-20 Sheet Pile LLC Cylindrical pile with connecting elements
US12110687B2 (en) * 2020-12-23 2024-10-08 J & J Pilings, Llc Underground base for a static structure
FR3118468B1 (fr) * 2020-12-30 2023-04-14 Soletanche Freyssinet Procédé de fabrication d’une paroi de soutènement
CN114508092A (zh) * 2022-03-03 2022-05-17 河海大学 一种预制玻璃钢瓦楞夹心板桩及其组装方式

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2101285A (en) * 1936-01-31 1937-12-07 Stevens Edwin Fenton Tubular interlocking piling
US5902074A (en) 1996-11-05 1999-05-11 Berkley; David M. Apparatus and method for stabilizing sloped embankments
KR20080099810A (ko) 2007-05-09 2008-11-13 위성배 시트파일유닛 및 지주파일의 시공장치
US7470093B2 (en) 2005-06-28 2008-12-30 Mansfield Peter W Interlocking seawall construction and installation apparatus
US7549823B2 (en) * 2003-10-14 2009-06-23 Arcelormittal Belval & Differdange King pile for a support wall curtain

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JPS62291319A (ja) * 1986-06-09 1987-12-18 Nippon Steel Corp 地中壁の構築方法
JPH01136012A (ja) * 1987-11-20 1989-05-29 Aisawa Kogyo Kk 被推進体の姿勢及び位置の測定方法
JPH01146012A (ja) * 1987-12-03 1989-06-08 Asahi Chem Ind Co Ltd 地盤アンカー
US4863315A (en) * 1988-11-07 1989-09-05 Wickberg Norman E Retaining wall member
US5106233A (en) * 1989-08-25 1992-04-21 Breaux Louis B Hazardous waste containment system
JP3823029B2 (ja) 2000-04-07 2006-09-20 新日本製鐵株式会社 鋼製矢板継手部の止水構造及び遮水護岸構造と構築方法
JP2005034448A (ja) * 2003-07-16 2005-02-10 Hoshizaki Electric Co Ltd 食器洗浄機
CN1837512B (zh) * 2006-04-07 2011-04-20 上海市政工程设计研究总院 一种钢板桩和钢管桩组合围堰及其制作方法
KR20140139050A (ko) 2012-05-16 2014-12-04 제이에프이 스틸 가부시키가이샤 Z형강 시트 파일, 당해 z형강 시트 파일로 형성된 강 시트 파일벽
CN203639928U (zh) 2013-12-30 2014-06-11 中交二航局第四工程有限公司 长刚性管桩与短柔性板桩组合深水围堰
CN104631435A (zh) 2015-01-13 2015-05-20 金天德 箱形钢板咬合连续墙的咬合结构

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2101285A (en) * 1936-01-31 1937-12-07 Stevens Edwin Fenton Tubular interlocking piling
US5902074A (en) 1996-11-05 1999-05-11 Berkley; David M. Apparatus and method for stabilizing sloped embankments
US7549823B2 (en) * 2003-10-14 2009-06-23 Arcelormittal Belval & Differdange King pile for a support wall curtain
US7470093B2 (en) 2005-06-28 2008-12-30 Mansfield Peter W Interlocking seawall construction and installation apparatus
KR20080099810A (ko) 2007-05-09 2008-11-13 위성배 시트파일유닛 및 지주파일의 시공장치

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of EP3362605A4

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019000031A1 (fr) * 2017-06-26 2019-01-03 Armour Wall Group Pty Limited Système de construction de haut en bas
US12065799B2 (en) 2019-11-29 2024-08-20 Pirkan Laatupalelu Oy Method for forming a pile wall in ground and a corresponding pile wall

Also Published As

Publication number Publication date
EP3362605A4 (fr) 2019-07-31
US10731312B2 (en) 2020-08-04
US20180305884A1 (en) 2018-10-25
CN108699794A (zh) 2018-10-23
AU2018101379A4 (en) 2018-10-25
AU2016340015C1 (en) 2021-03-04
AU2016340015A1 (en) 2018-04-26
AU2016340015B2 (en) 2020-05-07
EP3362605A1 (fr) 2018-08-22

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